Summary for Test 2022-02-09-4-1
Test performed: CTM 216-June 2011Project Information
| Project Identifiers | Project ID: 214451 DEA: 07303704 EFIS: 0714000035 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-101-8.0/27.3 |
| Award Date | 12/19/2019 |
| Closeout Date | 05/07/2024 |
| Work Description | REPLACE CONCRETE BARRIERS. |
| Location Description | THE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING |
| QA Service Level | 1 (Verified on 08/12/2020) |
Sample Information
| Sample Taken Date | 02/09/2022 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/09/2022 | Sample type | Quality Assurance |
| A brief description of the sample | Existing Subgrade | The quantity of what the sample constitutes | 275 Sq. Ft. |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Ali |
| Last name of sampler or witnessed by | Rehman | Title of sampler | Field Materials Tester |
| Telephone number of sampler | 7148753445 | Laboratory sample identification | 22-0258 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Existing Subgrade | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | In-place | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-02-09-4
DIME Test ID: 2022-02-09-4-1
Testing Lab: Kleinfelder, Incorporated - Los Angeles
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2022-02-09
Test Results
Is oversize material: No
Input Type: Calculated
Tester's full name: Ali Rehman
Date of test: 02/09/2022
In-place wet density: 2.17
Highest adjust wet density: 2.21
% Moisture: 4.8 %
Optimum Moisture: 6.8 %
Relative compaction: 98
General comments (publicly viewable) (Max 1000 characters): In-place of 2.17 vs. lab wet density of 2.21.
Test was verified on 2/9/2022 ✔